Homework Answers
Add Answer to:
Given the equation for deflection of a beam: v(x): (1/(Ei)) (-630 x' + 41 x3_x') and...
Considering the above system determine the following information 21 (15) 22 Derive the equation of deflection...
Considering the above system determine the following information 21 (15) 22 Derive the equation of deflection of the beam using the second order flexural equation EL = M(I), Utilize your previously derived solution to obtain the beam deflection dg at the (5) point B where I = 0; Utilize your previously derived solution to obtain the beam rotation Og at the (5) point B where I = 0, 23 Total Marks: [25] Hints for Question 2 (i) You can assume...
16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given...
16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given beam. Give the required values for each diagram (load, shear, moment slope(EI) and deflection) shown in the problem statement (see the pdf). 3 w 1 DATASET: 1 -2. Length A Length B Point Load P Uniform Load w Modulus of Elasticity Moment of Inertia 9 FT 10 FT 13 KIPS 1 KLF 29000 KSI 600 IN 4 -A- B- -- A - Correct Answer...
2. A beam with a uniform flexural rigidity, EI, is loaded by a triangular distributed load,...
2. A beam with a uniform flexural rigidity, EI, is loaded by a triangular distributed load, Pz(x), as shown below: a) Find the deflection w(x) (10pts) b) Sketch the shear force V(x) and the beading moment M(x) along the length of the beam, labeling all significant points. (5pts) c) Calculate the maximum bending stress, Omax, and indicate where it occurs. (5pts) z, W Cross Section - 1/3 — * - 2/3 —
Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find locat...
2 - Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find location and value of the maximunm deflection. EI constant. 3- Repeat Problem 2 where I for CB is twice as large as I for AC. 4 - For the beam shown in Figure P-3, find the reactions and draw shear and moment diagrams. A is fixed, B and D are hinges, and...
1. (28 pts) A cantilever beam is subjected to the loads as shown in the figure....
1. (28 pts) A cantilever beam is subjected to the loads as shown in the figure. Va) Draw a free-body diagram and determine the supports at point 0. b) Draw shear and moment diagrams and find the values at key points (i.e. x = 0, 6 and 10 ft). If possible, please show your calculations. c) Find shear force V(x) and bending moment M(x) for () <x<6 ft. 12 10 kip 2 kip/ft skip سے 40 kip.lt 611 4 11...
Find the equation of the elastic curve, y(x) (deflection) by integration of the Moment equation
Find the equation of the elastic curve, y(x) (deflection) by integration of the Moment equation, M(x)/EL. Find the location of maximum deflection. In a small dam, a typical vertical beam is subjected to the hydrostatic loading shown in the figure. Determine the stress at point D of section a-a due to the bending moment. Ans: 7.29MPa.
Problem 5 Three moment equation. Analyze and draw the bending moment and shear force diagrams for...
Problem 5 Three moment equation. Analyze and draw the bending moment and shear force diagrams for the following multi-span beam (typical for a roof beam of a building): Number of spans: Length of interior spans: Length of exterior spans: 0.8L Flexural stiffness Loading Supports: 4 El (same for all spans) W (uniformly-distributed load on all spans) Left support is a pin, all others are rollers.
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute t...
Compute the reactions and draw
the shear and moment curves for the beam below using SLOPE
DEFLECTION method
1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
Question. 4 (20%) A uniformly loaded beam of length "L" is supported at both ends. The deflection y(x) is a function of horizontal position x and is given by the differential equation on...
Question. 4 (20%) A uniformly loaded beam of length "L" is supported at both ends. The deflection y(x) is a function of horizontal position x and is given by the differential equation on dEl d1 Beat dE 4() Assume q(x) is constant. Determine the equation for y(x) in terms of different variables. Hint: Use laplace transform. Below are boundary conditions: (L)ono dene y"(o) o no deflection at x= 0 and L no bending moment at x 0 and L y...
A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature...
A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature equation is shown (from the left). The (El=constant) 1. Determine the deflection at middle beam. 2. Determine the rotation at middle beam. 2 kN/m A B 4 m 8 d2v EI dx2 x3 12 *+z*
Considering the above system determine the following information 21 (15) 22 Derive the equation of deflection of the beam using the second order flexural equation EL = M(I), Utilize your previously derived solution to obtain the beam deflection dg at the (5) point B where I = 0; Utilize your previously derived solution to obtain the beam rotation Og at the (5) point B where I = 0, 23 Total Marks: [25] Hints for Question 2 (i) You can assume...
16. Beam Deflection Using the method of progressive diagrams, find the centerline deflection for the given beam. Give the required values for each diagram (load, shear, moment slope(EI) and deflection) shown in the problem statement (see the pdf). 3 w 1 DATASET: 1 -2. Length A Length B Point Load P Uniform Load w Modulus of Elasticity Moment of Inertia 9 FT 10 FT 13 KIPS 1 KLF 29000 KSI 600 IN 4 -A- B- -- A - Correct Answer...
2. A beam with a uniform flexural rigidity, EI, is loaded by a triangular distributed load, Pz(x), as shown below: a) Find the deflection w(x) (10pts) b) Sketch the shear force V(x) and the beading moment M(x) along the length of the beam, labeling all significant points. (5pts) c) Calculate the maximum bending stress, Omax, and indicate where it occurs. (5pts) z, W Cross Section - 1/3 — * - 2/3 —
1. (28 pts) A cantilever beam is subjected to the loads as shown in the figure. Va) Draw a free-body diagram and determine the supports at point 0. b) Draw shear and moment diagrams and find the values at key points (i.e. x = 0, 6 and 10 ft). If possible, please show your calculations. c) Find shear force V(x) and bending moment M(x) for () <x<6 ft. 12 10 kip 2 kip/ft skip سے 40 kip.lt 611 4 11...
Problem 5 Three moment equation. Analyze and draw the bending moment and shear force diagrams for the following multi-span beam (typical for a roof beam of a building): Number of spans: Length of interior spans: Length of exterior spans: 0.8L Flexural stiffness Loading Supports: 4 El (same for all spans) W (uniformly-distributed load on all spans) Left support is a pin, all others are rollers.
Compute the reactions and draw
the shear and moment curves for the beam below using SLOPE
DEFLECTION method
1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
Question. 4 (20%) A uniformly loaded beam of length "L" is supported at both ends. The deflection y(x) is a function of horizontal position x and is given by the differential equation on dEl d1 Beat dE 4() Assume q(x) is constant. Determine the equation for y(x) in terms of different variables. Hint: Use laplace transform. Below are boundary conditions: (L)ono dene y"(o) o no deflection at x= 0 and L no bending moment at x 0 and L y...
A simply supported beam AB is subjected to a triangle loading (see figure). The moment curvature equation is shown (from the left). The (El=constant) 1. Determine the deflection at middle beam. 2. Determine the rotation at middle beam. 2 kN/m A B 4 m 8 d2v EI dx2 x3 12 *+z*
Most questions answered within 3 hours.
-
Prince Equipment has to decide whether to obtain $1,000,000 of
financing by: (1) selling common stock...
asked 26 seconds ago -
You wish to test the claim that the mean GPA of night students
is than 2.5...
asked 41 minutes ago -
A soft drink machine outputs a mean of 25 ounces per cup. The
machine's output is...
asked 1 hour ago -
Ross Co., Westerfield, Inc., and Jordan Company announced a new
agreement to market their respective products...
asked 1 hour ago -
What is the distance run by a runner 50m/hr and
60m/hr?
asked 2 hours ago -
Write a descendant selector rule that affects the <em>
element that is contained within the
<p>...
asked 2 hours ago -
The management of an electrical manufacturing plant determined
that the mean life of their 10 watt...
asked 2 hours ago -
On January 1, Year 1, Prairie Enterprises purchased a parcel of
land for $13,100 cash. At...
asked 2 hours ago -
Question 4: (3 marks)
On a recent PE-sponsored adventure education program, students
went hiking at Devil's...
asked 2 hours ago -
Programming in C#
Create a Money class that has as data members dollars and cents.
Include...
asked 3 hours ago -
A research associate working for Intragene Therapeutics prepares
an investigative PCR reaction to screen human tissue...
asked 3 hours ago -
Calculate the mass of sodium benzoate, NaC6H5COO, that must be
added to 500.0mL of 0.100 M...
asked 3 hours ago